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• W2110363693 abstract "The structural effects of chloride-induced corrosion include loss of reinforcement area, reduction of strength and ductility of the corroded bars, loss of bond between reinforcement and concrete, cracking and spalling of the concrete cover. As a consequence, corrosion affects both strength and serviceability of reinforced concrete structures. A probability-based approach is generally used for the assessment of deteriorated structures in order to take into account the uncertainties related to the actual condition and its evolution in time. Although, several models about the initiation and propagation phases of corrosion have been formulated, a probabilistic characterization of the uncertainty related to the structural modeling is still lacking. The paper presents a probabilistic investigation of the uncertainty of the structural response predicted by a non-linear finite element model. The attention is focused to the prediction of the failure load of beams subjected to chloride-induced corrosion of the reinforcement. Concrete and reinforcement are modeled by two-node beam and truss elements, respectively. Bond between concrete and reinforcement as well as the structural effects of corrosion are taken into account in the finite element equilibrium equations. Statistics of the modeling uncertainty are obtained from comparisons of loading tests and model predictions." @default.
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• W2110363693 date "2014-06-27" @default.
• W2110363693 modified "2023-09-27" @default.
• W2110363693 title "Modeling Uncertainty in the Context of Finite Element Analyses of Deteriorated Structures" @default.
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• W2110363693 doi "https://doi.org/10.1061/9780784413609.127" @default.
• W2110363693 hasPublicationYear "2014" @default.
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